PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/13/09 EST. NO.08 TIME 01:53 PM R.E. NAME: HENCH, CHARLES 05-0N4404 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/13/09 EST. NO.08 TIME 01:53 PM R.E. NAME: HENCH, CHARLES 05-0N4404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM-2402F -10,000.00 08 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 08 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -15,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 07/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 07/13/09 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 05-SLO-46-R5.3/R7.8 ---------------------------------------- SOUZA CONSTRUCTION INC IN SAN LUIS OBISPO COUNTY NEAR P O BOX 3810 CAMBRIA FROM 4.6 KM EAST OF GREEN SAN LUIS OBISPO CA 934033810 VALLEY ROAD TO 6.0 KM WEST OF SANTA ROSA CREEK ROAD (PM R5.3/R7.8 (KP R8.5/R12.5) FED. AID NO. ER-3952(4)E REPAIR FAILED DRAINAGE SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 28.0000 9,240.00 37.000 1,036.00 02 CONSTRUCTION SITE MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000.00 03 PREPARE STORM WATER POLLUTION LS 970.0000 970.00 1.000 970.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 45.0000 6,300.00 31.000 1,395.00 05 TEMPORARY CONSTRUCTION ENTRANCE EA 1,880.0000 7,520.00 2.000 3,760.00 06 TEMPORARY COVER M2 7.5000 2,475.00 0.000 0.00 07 TEMPORARY CHECK DAM M 16.0000 1,920.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 521.0000 2,605.00 0.000 0.00 09 STREET SWEEPING LS 1,232.0000 1,232.00 0.000 0.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 871.0000 871.00 1.000 871.00 11 CONSTRUCTION AREA SIGNS LS 2,310.0000 2,310.00 0.100 231.00 1.000 2,310.00 S) 12 TRAFFIC CONTROL SYSTEM LS 7,164.0000 7,164.00 1.000 7,164.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,845.0000 3,845.00 1.000 3,845.00 S) 14 ABANDON CULVERT EA 795.0000 1,590.00 2.000 1,590.00 15 REMOVE FLARED END SECTION EA 200.0000 600.00 3.000 600.00 16 REMOVE ASPHALT CONCRETE DIKE M 29.0000 3,480.00 110.000 3,190.00 17 REMOVE PIPE M 64.0000 3,840.00 58.100 3,718.40 18 REMOVE HEADWALL EA 1,184.0000 1,184.00 0.000 0.00 19 RECONSTRUCT FENCE (TYPE BW) M 84.0000 3,192.00 36.000 3,024.00 20 CLEANING, PREPARATION OF EXISTING PIPE M 55.0000 9,900.00 170.000 9,350.00 AND PRELIMINARY INSPECTION 21 600 MM ALTERNATIVE PIPE LINER M 500.0000 55,000.00 103.000 51,500.00 22 900 MM ALTERNATIVE PIPE LINER M 1,220.0000 84,180.00 69.000 84,180.00 PROGRAM CAS145 PAGE 2 DATE 07/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 07/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE FLARED END SECTION EA 430.0000 430.00 0.000 0.00 24 RECONSTRUCT METAL BEAM GUARD RAILING M 193.0000 3,860.00 11.430 2,205.99 25 CLEARING AND GRUBBING LS 4,736.0000 4,736.00 1.000 4,736.00 26 ROADWAY EXCAVATION M3 70.0000 11,900.00 -9.250 -647.50 150.100 10,507.00 27 SAND BACKFILL M3 73.0000 2,920.00 40.000 2,920.00 28 DITCH EXCAVATION M3 102.0000 7,140.00 30.000 3,060.00 77.100 7,864.20 29 IMPORTED BORROW M3 85.0000 32,300.00 214.000 18,190.00 30 EROSION CONTROL (COMPOST BLANKET) M3 82.0000 6,560.00 -13.200 -1,082.40 26.800 2,197.60 S) 31 EROSION CONTROL (TYPE D-1) M2 3.0000 5,400.00 1,800.000 5,400.00 S) 32 EROSION CONTROL (TYPE D-2) M2 2.2000 3,542.00 1,610.000 3,542.00 S) 33 EROSION CONTROL (NETTING) M2 10.5000 3,780.00 240.000 2,520.00 660.000 6,930.00 S) 34 FIBER ROLLS M 40.0000 4,800.00 160.000 6,400.00 S) 35 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 4,168.0000 833.60 0.200 833.60 36 MINOR HOT MIX ASPHALT TONN 180.0000 6,120.00 0.270 48.60 30.270 5,448.60 37 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 31.0000 4,960.00 136.000 4,216.00 38 PLACE HOT MIX ASPHALT M2 43.0000 4,730.00 111.000 4,773.00 (MISCELLANEOUS AREA) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 1,670.0000 18,370.00 1.860 3,106.20 7.920 13,226.40 F) 40 MINOR CONCRETE (BACKFILL) M3 274.0000 35,620.00 14.000 3,836.00 129.000 35,346.00 41 600 MM ALTERNATIVE PIPE CULVERT M 138.0000 20,700.00 153.000 21,114.00 42 600 MM HIGH DENSITY POLYETHYLENE PIPE M 165.0000 6,600.00 0.000 0.00 CULVERT 43 900 MM CORRUGATED STEEL PIPE M 1,809.0000 2,170.80 1.200 2,170.80 (2.01 MM THICK) 44 900 MM CORRUGATED STEEL PIPE INLET M 1,489.0000 2,382.40 1.500 2,233.50 (2.77 MM THICK) 45 600 MM ALTERNATIVE FLARED END SECTION EA 1,360.0000 1,360.00 1.000 1,360.00 46 900 MM PRECAST CONCRETE PIPE INLET M 977.0000 5,862.00 0.000 0.00 47 ROCK SLOPE PROTECTION M3 226.0000 15,594.00 13.200 2,983.20 73.200 16,543.20 (BACKING NO. 2, METHOD B) 48 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 133.0000 26,600.00 244.100 32,465.30 49 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 172.0000 3,268.00 19.000 3,268.00 PROGRAM CAS145 PAGE 3 DATE 07/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 07/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR CONCRETE (CHANNEL LINING) M3 1,051.0000 13,663.00 3.300 3,468.30 13.300 13,978.30 51 ROCK SLOPE PROTECTION FABRIC M2 5.2000 2,288.00 41.000 213.20 591.000 3,073.20 52 MISCELLANEOUS IRON AND STEEL KG 7.0000 3,759.00 323.000 2,261.00 F) PROGRAM CAS145 PAGE 4 DATE 07/13/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N4404 TIME 01:53 PM ESTIMATE NO. 08 BID OPENING 10/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/23/09 R.E. NAME: HENCH, CHARLES DATE OF THIS ESTIMATE 07/13/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 17,736.60 423,707.09 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 11,362.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,736.60 435,069.19 53 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 533,666.80 TOTAL WORK COMPLETED 17,736.60 485,069.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -15,000.00 -15,000.00 TOTAL 2,736.60 470,069.19 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/14/08 105 12/01/08 12/01/08 06/23/09 54 86 0 0 100% 100% HENCH, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/13/09